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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC 673639 | MALAPPURAM | KERALA | 673639 | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.3 L+₹5 (<0.01%)Rejected-Finance 1505 SUB TREASURY TIRU | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M MUSTHAFA L1 | KRISHNADAS M L2 |
|---|---|---|---|---|---|
| 1.00YARD PROTECTION WORK: | |||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 2.98 | cum | 298 ₹886.55 Lowest | 350 ₹1,041.25 |
| 1.00 | OD432337/2024-2025:[OD from DAR 60.7.1] DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 8.57 | cum | 3,513 ₹30,123.98 Lowest | 4,200 ₹36,015 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 19.01 | sqm | 337 ₹6,406.37 Lowest | 337 ₹6,406.37 Lowest |
| 1.00 | OD447069/2024-2025:[OD from DAR 4.1.5&4.1.6]
Providing and laying in position cement concrete 1:3:6 graded stone aggregate 40mm nominal size (60%) and 20mm nominal size (40%) excluding the cost of centering and shuttering up to plinth level. | 4.14 | cum | 7,351 ₹30,433.14 Lowest | 7,351 ₹30,433.14 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 1.7 | cum | 8,040 ₹13,668 Lowest | 8,040 ₹13,668 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 23.62 | kilogram | 98.92 ₹2,336.99 Lowest | 98.92 ₹2,336.99 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 33.28 | sqm | 316 ₹10,517.74 Lowest | 316 ₹10,517.74 Lowest |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 109.82 | cum | 297 ₹32,617.13 Lowest | 297 ₹32,617.13 Lowest |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 42.9 | sqm | 338 ₹14,500.2 Lowest | 338 ₹14,500.2 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,177
Closing Date
16 Aug 2025, 5:00 pmClosed
NANCY JOSE V
office of ae,lsgd
Annual Plan-2024-25 MANGALAM GP PROTECTION OF PANAPPADI DRINKING WATER PROJECT IN WARD 11PROJECTNO M 311/24-25-General Civil Work
2025_LSGD_782973_5
AE/LID AND EW/MGLM/TDR/02/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
mangalam gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,177
Yes
14 Jul 2026
7 Aug 2025
18 Aug 2025
7 Aug 2025
16 Aug 2025
7 Aug 2025
Amount
YARD PROTECTION WORK:
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD432337/2024-2025:[OD from DAR 60.7.1] DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
OD447069/2024-2025:[OD from DAR 4.1.5&4.1.6] Providing and laying in position cement concrete 1:3:6 graded stone aggregate 40mm nominal size (60%) and 20mm nominal size (40%) excluding the cost of centering and shuttering up to plinth level.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
FILTER PROTECTION WORK:
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD435853/2024-2025:Providing and fixing Alu Zinc Trafford sheet pre-coated (size, shape and pitch of corrugation as approved by Engineer-in charge) 0.35mm or nearest available thickness, total coated 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and thickness with zinc coating 120 grams per sqm as per IS: 277, in polyester top coat 15-18 microns. Sheet should have protective guard film of25microns minimum to avoid scratches during transportation and should be supplied in single length up to 12m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD450205/2024-2025:[OD from DAR 18.19.5.1] Providing and fixing cast iron non-return valve of approved quality: 65 mm nominal bore.
STEEL WORK FOR WELL NET:
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
WATER TANK SHED MAINTENANCE:
14.43:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
14.54.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work
COMPOUND WALL AND GATE:
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
PIPE LINE EXTENSION:
50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
OD497335/2024-2025:[OD from 51.18.12.8] Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work -95mm nominal dia. Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 95 mm nominal dia
50.18.9.13.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall
OD497282/2024-2025:PVC STANDPIPES :Supplying and fitting 90 mm dia PVC pipes for stand posts including jointing of pipes and fittings and testing of joints making hole suitable for 20mm GI pipes for fixing water taps and fixing the post in lines and levels to ground with cement 1:3:6etc complete as per direction of engineer
OD497283/2024-2025:PVC TAPS : Providing and fixing 20 mm PVC taps including jointing of pipes and fitting and testing of joints complete as per direction of engineer in charge
KRISHNADAS M (BID ID -2291561)
Bidder Name
M MUSTHAFA
KRISHNADAS M
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